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Book Chapter

Connection Flexibility in Steel Frames

  • Chen W
Springer US, (1988), 857-884
DOI: 10.1007/978-1-4684-6581-5_74
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Abstract

In conventional analysis and design of steel frameworks, it is convenient to represent the beam-to-column connection as a joint point and to represent its moment-rotation behavior by idealized joint models. Two of the most commonly used idealized models representing...

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APA

Chen, W. F. (1988). Connection Flexibility in Steel Frames. In Second Century of the Skyscraper (pp. 857–884). Springer US. https://doi.org/10.1007/978-1-4684-6581-5_74

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